HomeMy WebLinkAboutSUBMITTED PAPERSDATE: D 1 I RECEIPT: PERMIT NUMBER:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
- - BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Ave SC
- Fort Pierce, FL 34982
(772)462-1553 Fax (772)462-1578 S1 ^ eyNFp
o
APPLICATION FOR REPLACEMENT OF
vnty
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
I. LOCATION/SITE ADDRESS: 06 9 Tomv-%'o 1 1 tJ f►� .'� ��
2. P:1R('EI, ID NUMBER: Z",u)y -
3. DESCRIPTION OF PROJECTOR WORT: AC'FIVI'I'l": r%�ftSMA UfQtA
4. TNTE,, OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION
Name: `2 t& (1� 1, Rcg/('ert #: CGC1508417
Address: IT99 (:ounty Cert #: 22986
City: /�t PL�� State: Business Name: Lowe's Home Centers Inc.
Zip: 05L+q $ Z' Phone: 1Z11-'108, 003S� Phone Number: 772418-3695
Email: Email: TPG_Lpermits@yahoo.com
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING CLASS DOOR
1 09
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
H Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ 3 ?�+
FEES DUE:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all rk will be done in
compliance with all applicable laws regulating construction and zoning.
Peter Cafaro III
PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF (NN
NF.RORC) ACTOR/ IALIFIER
OFACKNOWLEDGED BEFORE METTIIS )Al' OF ,20t4T {,1"
1MV1 ) IS PE SON U.1.1' K. OW '1'O MF. O 110 HAS PRODUCED AS IDENTIFICATION.
RIN, 'RE OF O"1-AHI TFPE OR PRINT' NAME OF NOT'ARV L-'?F11'-
jyy Notary Public State of Florida
+S .
+� ( (46f! M Riccaboni
TITLE: NOTARYPUBLIC COMMISSION NUMBER EY1 A 144�K E PMY Ces05/28/201GEE ommission EE 1741G4
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYI
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
Property Appraiser - St.Lucie FL
Page 1 of 1
PROPERTY RECORD CARD
James J Kelly Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
�\)�CtEC0G
Site Address: 189 TUMBLIN KLING RD ParcellD:
2434-801-0012-030-4
Sec/TowniRange: 34 :35S :40E Account #: 33545
Map ID: 24/34S Use Type:
SF Res
Zoning: RM-5 City/Cnty:
Saint Lucie County
Ownership and Mailing
Legal Description
Owner: James J Kelly Margery M Kelly
FL COAST LINE CANAL AND TRANS CO'S S/D E 110 FT OF W 425
Address: 189 Tumblin Kling Rd
FT OFN 225 FT OF LOT 9-LESS RD R/W- (.50 AC
Fort Pierce FL 34982-6837
More...
Sales Information
Assessment 2014 Total Land and
Building
Date Price Code Deed Book/Page
2014 TRIM: 157100 Land Value:
55000 Acres: 0.51
12/18/2002 182000 00 WD 1630 / 1068
Assessed: 157100 Building Value:
102100
8/24/2001 155000 00 WD 1428 / 1955
Ag.Credit: 0 Finished Area:
1998 SgFt
10/10/1990 28000 00 WD 0714 / 1045
Exempt: 50000
5/1/1988 24000 00 CV 0585 / 0942
Taxable: 107100
Taxes: 2330.17
-i
BUILDING; INFORMATION
�
a
wmw
�ims7 m
a
EXterior,Feat"res ,
-
V.iew;. - RoofCover:
SD - Dim -Shingle RoofStruct:.
HP -Hip, ,
ExlType: HC HC-„ . :,. YearBlt:
1991 .-Frame:_.
Grade: C- - C- EffYrBlt:
1991 PrimeWall:
BS - CB Stucco
StoryHght: 0010 -1 Story No.Units:
1 SecWali:
-
Interior Features
BedRooms: 3 Electric:
MX - MAXIMUM PrmintWall:
DW - Drywall;
FutlBath;-.. 2 - tleatType::: -..;
FHA - FrcdHotAir AvgHt/FI:
1/2Bath : 0 : HeatFuel
ELEC -:Electric Prm.Flors:
CU.,-Carpet
%Heatedi ``
100 %Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty. Units Quai. Cond. YrBit,
No. Use Type Type
Measure Depth
SWAY - RES POOL AVG Y 1 0000000450 AV . AV 1991
1 0100=SF Res 213 -Front Ft
110 200
PA01 - POOL DK-AVG,'. Y 1 0000000605 AV AV 1991
ENC2 - POOL ENC-AVG Y- 1 1055 AV AV 2007
DWC - Driv-Concret Y 1 800 AV AV 1991
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
8/21/2014
2014-08-20 13:57 isoprt75 7726927532 >>
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Florida Building Code Online - Page 1 of 3
i1 d� 3 Der4ir, it, BCIS Home � Log In User Registration Hot Topics Submit Surcharge j Stats & Facts Publications i FBC Staff I BCIS Site Map Links Search
Busines
lrofessi8nal Product Approval
1. J USER: Public User
Regulation
PrMrct Approval Menu > Product or Aoulication Sea ch > Auolicatioc: List > Application Detail
FL # �„FL11-109=R4
Application Type
Code Version�"`y20,10y.
Application Status pproved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
3ELD-WEN
- Address/Phone/Email_
3737 Lakeport Blvd
Klamath Falls, OR 97601
- -
(800) 535-3936
fbcl@jeld-wen.com
- Authorized Signature
Janet Gerard
fbc@jeld-wen.com
Technical Representative
JELD-WEN Corporate Customer Service
_
Address/Phone/Email
3737 Lakeport Blvd.
-
Klamath Falls, OR 97601_
-
'
(800) 535-3936-
--
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
. _ Category
0..'
)05
- _ Subcategory
Assemblies
Compliance Method
Certification Mark or Listing
Certification Agency
National Accreditation & Management Institute
Validated, By
National Accreditation & Management Institute,
Referenced Standard and Year (of Standard)
Standard'
Year
TAS 201,
1994
.TAS 202' -.
1994
TAS 203
1994
Equivalence of Product Standards
-
Certified By
Florida Licensed Professional Engineer or Architect
_ =L1110_,R4- EBui'o EER 2036 JELD0095 Udf
FL11105' R4 Enui•.• EER 208 JELDO0-97 pdf
Saf4 E:luiv.._FER ZQfi& JEI_D009o..ndf
F1111G9'Rd`Eauiv EER 2089 Revl J°LDirU98.prf
YL11109 R4-'Eauiv EER 2090 RevO 1ELD0099 odf
L`a11U9-`R4 £ouiv EER 20 i Rei-'JELD0100 odf
Product Approval Method Method 1 Option A
htt//www.floridd uildin .or / r/ r_a dtl.as x? aram=wCEVX wtD ttaGsI 3Gvu'xl... 8/21/2014
P� g g p P PP_ P P Q q P J
Florida Building Code Online ,
Page 2 of 3
Date Submitted
Date Validated
Date Pending FBC Approval
Date.Approved ".
07/24/2013
09/03/2013
09/03/2013. '... -
....................................... ................ - ... -- "-'- --._..
Summary of Products
FL # =777
Model, Number or Name
Description !
11109.1
IBuilders Atlantic Aluminum
Sliding Patio Door 72" x 80" (Bypass 2 Track)
Limits of Use .
Certification Agency Certificate
Approved -for use'in HVHZ: Yes
FL11109 R4 C CAC NI0111'11.03.cdf
Approved for use outside HVHZ: Yes
FL11109 R4 C CAC NI011111.04.rdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-50
05/31/2016
Other:
Installation Instructions
(
FL11109 R4 II JELD0093 Revl 4500SGDNen-Irnoact.odf
Verified By: Robert J. Amoruso, P.E. 49752
(
Created by Independent Third Party: Yes
t
Evaluation Reports
i
FL11109 R4 AE PER 2089 Revi JELD0098.•df
Created by Independent Third Party: Yes
11109.2 Premium Atlantic Aluminum
Sliding Patio Door 191.5" x 96" (Bypass 2 Track)
Limits of Use
Certification Agency Certificate
i Approved for use in HVHZ: Yes
FL11109 R4 C CAC f4I011110.03.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/28/2016
Design Pressure: +80/-80
Installation Instructions
Other:
FL11109 R4 IJ JELD0095 Revi PrernALianticAL-Im act-SteelReinf-
SGD. -df
i
Verified By: Robert J. Amoruso, P.E. 49752
Created by Independent Third Party: Yes
-
Evaluation Reports
FL11109 R4 AE PER 2086 Rev! JELD0095. df -
Created by Independent Third Party: Yes
11109.3
Premium Atlantic Aluminum
Sliding Patio Door 191.5" x 96" (Bypass and Pocket 2 Track) 142.75" x
96" (Bypass and Pocket 3 Track)
Limits of Use, - -
Certification Agency Certificate
i Approved for use in HVHZ: Yes
FL11109 R4 C CAC NI011110.02.rdf
Approved for use outside HVHZ: Yes
FL11109 R4 C CAC NI011110.01..pdF
Impact Resistant: Yes_
FL11109 R4 C CAC PI1011110.odf
Design Pressure: +80/-80
FI.11109 R4 C CAC P.4 NI011L.0.03.od
'Other:
Quality Assurance Contract Expiration Date
02/28/2016
Installation Instructions
-
FL117.09 R4 II, JELD0097 Re4J. PremAtianticAL.-Impact-SteelReinf-
SGD.odf
-
By" Robert J. Amoruso, P.E. 49752
_Verified
Created by Independent Third Party: Yes.
'-
Evaluation Reports
.. .
F_L11_iQ9_R4_AE: PER.. 7G +__P.eYi._)Ei„E7GQ97;Fof
....
I _
Created by Independent Third Party: Yes
11109.4 '
Premium Atlantic Aluminum
Sliding Patio Door-191.5"x 96" (Bypass and Pocket 2 Track) 142.75" x
96" (Bypass'and Pocket 3 Track)
Limits'of Use.
Certification Agency Certificate j
Approved for use in HVHZ: Yes
FL11109 R4.0 CAC NI011110.01.odf
I Approved for use outside HVHZ: Yes
EL11109 RA C CAC NIOSi110.04.pdf- -- fj
Impact Resistant: No
Quality Assurance Contract Expiration Date I
Design Pressure: +80/-80
02/28/2016
Other:
Installation Instructions.
-
FL11109 R4 I1 3ELI'r0096' P.evl Pi'emAt':antiCAL-NonFmpact-SteeiRenif-
SGD.ddf-
.. .
-
Verified By: Robert J. Amoruso;'P:E. 49752
.. -
Created by Independent Third Party: Yes
Evaluation Reports
' -
F1.11109 R4 AE PER 2088 Rev.', JELD0096.odf
Created by Independent Third Party: Yes
11109,5
Premium Atlantic Aluminum
Sliding Patio Door 191.5" x 96" (Bypass and Pocket 2 Track) 142.75" x
96" (Bypass and Pocket 3 Track)
Limits of Use
Certification Agency Certificate.
Approved for usein •Yes
,PLI1109 R4 C CAC N1011110.01.odf''
Approved for -o sf e H 2:Yes
•FL11109 R4 C CAC P:1011110.05.edf
! Impact Res ant: No
Design Pres yes+50/ 50_
Quality Assurance Contract Expiration Date
02/28/2016 ...
'Other:
Installation Installation Instructions'. - -
i
FL11109 R4 11 1ELD0099.RavQ 680JSGDNon-Im G'
'
Verified By:.Robert J. Amoruso, P.E. 49752
• -
Created by Independent Third Party: Yes
Evaluation Reports
i- --
FL11109 R4 AE PER 2090 RevO JELD0099.01'
- -
Created by Independent Third Party: Yes
11109.6
Premium Atlantic Aluminum
Sliding Patio Door 191.5" x 96" (Bypass and Pocket 2 Track) 142.75" x
96" (Bypass and Pocket 3 Track)
Limits of Use
Certification Agency Certificate .
Approved for use in HVHZ: Yes
171;1,1109 R4 C CAC N1011110:05,Fdf
Approved for use outside HVHZ: Yes
FL11109 R4 C. CAC NF011110.ndf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
! Design Pressure: +50/-50
02/28/2016
Other:
Installation Instructions
FL11109 R4 II JELD0100 RevO 6800_moact. df
- - -
Verified By: Robert J. Amoruso, P.E. 49752
-
.Created by Independent Third Party: Yes
i
Evaluation Reports
fl-11109 R4-AE-PER 2091-RevO 3ELD0100.rdf
i -
Created by Independent Third Party: Yes
http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3 Gvuj xl... 8/21 /2014
I
P,R.E M I U M AT LA NT.II,C A LU M'I N U M (,6► 8 0(
NGM:INIPACT.:RESISTANT - Z & 3 TRACK BYPASS
. .. _ 283 1/2" MAX DOOR WIDTH
D PQCI�.ET_ FRAMES
PATIO DOOR
ACTIVE 49 7/16"�MAX:ACTIVE 49" MAX ACTIVE
_ .. 49" MAX -FIXED 4.9 .7J16" MAX ACTIVE 49 3/4",MAXAGTIVE 49" MAX i
.. PANEL WIDTH 'PANEL LVIDTH"PANEL WIDTH - PANEL WIDTH ;PANEL WIDTH PANEL WIDTH
(W,%INTERLOCKS) ..(W/..ASTRAGAL) (W/LOCKSTILE) (IN/INTERLOCKS) (W/LOCKSTILE)
42:7/8" MAX _ 1 427/8" MAX _ ;: 427/8" MAX 42 7/8" MAX 42 7/8" MAX 42 7/8" MAX
DLO WIDTH '.DLO.WIDTH '.'DLOWSDTH DLO WIDTH DLO WIDTH DLO WIDTH
6
X
A B
6
x
AD
7,8
A B
_-0
A,D
7
A B
_x
A 'B
-
/� '
A B
r` TYPICAL ELEVAT_IO.N
GENERAL NOTES 1 TT.S. EXTERIOR ELEV
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH
THE 2010 FLORIDA BUILDING CODE WITH SUPPLEMENTS, FOR USE WITHIN AND OUTSIDE THE r,
_ HIGH VELOCITY
NO 33-1/3% IN REASEOINEALLOWABLE STRESS HAS BEEN USED IN THEeOl DESIGN OFTH S r(: LAZ.I-N G-TY-PE GLAZING TYPE
( ITEM. WIND LOAD DURATION FACTOR Cd=1.0 HAS BEEN USED FOR WOOD ANCHOR DESIGN. --3/16" TEMPERED - 1" INSULATED
A. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM
--:"3ILL BE DETERMINED.BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE
GOVERNING CODE.
w. - '
4: THE SYSTEM. DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A
SPECIFIC SITE, FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A
-
.. .. 0.626" GAP
LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS
/
AND SUBMIT FOR ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN CONJUNCTION WITH THIS
3/16"TEMPERED
DOCUMENT. -
\ 3/16" TEMPERED -
5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO
\l
WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY :8 9 - - 10
TO TRANSFER LOADS TO, THE EXISTING STRUCTURE.
6. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 26 3/4" MIN 10
7. UNITS GLAZED WITH I", INSULATED GLASS (3/16" TEMPERED + 0.626" GAP + 3/16 GLASS BITE
TEMPERED).ARE NON -IMPACT RESISTANT; COMPLYWITH ASTM Ef300-04e01 AND -REQUIRE' -
IMPACT RESISTANT SHUTTERS WHEN INSTALLED IN WIND-BORNE DEBRIS REGIONS. 20
B. B. UNITS GLAZED WITH 3/16" TEMPERED GLASS ARE NON -IMPACT RESISTANT, COMPLY O 11
WITH ASTM E1300-04e01 AND REQUIRE IMPACT RESISTANT SHUTTERS WHEN INSTALLED IN
WIND-BORNE DEBRIS. REGIONS ?
-19. EXTERIOR SEAM OF FRAME CORNERS SHALL BE SEALED WITH SILICONE:
10. ALL BOLTS &; WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR"STAINLESS - - - -
STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI.
11. PLASTIC*COMPONENTS USED WITHIN THE HVHZ MUST MEET'ALL APPLICABLE -
FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING
CO12. ALL STEEL IN CONTACT WITH.ALUMINUM SHALL BE PAINTED. OR PLATED.AS PRESCRIBED IN "- Z GLAZING DETAI
THE ABOVE -NOTED BUILDING CODE. N.T.S.
3/16" TEMPERED
10 I
3/4" MIN
_ EGLASS BITE
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ALLOWABLE
DESIGN PRESSURES
+50 PSF
-50 PSF
JELDWEN
Windows/Doors/Millwork
Robert J. Amoruso, P.E.
FL P.E. No.49752
No 4NX5-
OF
u
' 2,TRACK ANCHOR SCHEDULE - HEAD, SILL AND JAMB FRAMING COMPONENTS
`SUBSTRATE :,
-
TYPE
_ ...
"' , SIZE
MANUFACTURER
ANDJOR SPECIFICATION'
-'EMBEDMENT (IN)
EDGE DISTANCE
(IN)
ANCHORCAPACITIES
BASED ON
,00�PSI
yCONCRETE -
...
FL A �.
HEAD -
li. 1/4�
kITW'ATT-TAPCONS111--
"�)1-3/4:
i E
L'.11�Y"
'EXTERIOR
'1;' ANp
ir12' INTERIOR
U -
MIN?25 CONCRETE
1/4" (CS) 8 No. 14 (SS)
ELCO ULTRACON (2)
1-3/4"
MASONRY
(BLOCK/CMU)
114'
-
ITW ATTTAPCONSI'I
1°
I STRENGTH
�CONFORNIANCE TO ASTM
C-90, MEDIUM WEIGHT
(DENSITY> 117 PCF)
1/4" (CS) 8 No. 14 (SS)
ELCO ULTRACON In
1 1/4"
WOOD.:
_
NO. 14
ANSI B18.6.1 (WS)
1-1/2'
1"EXTERIOR
AND
WOOD WITH AMINIMUM
SPECIFIC GRAVITY OF
..
ASME B18.6.4 (TS)
1"INTERIOR
0.55.
NOTES:
,ADVANCED THREADFORM TECFNOLOGY) 410 STAINLESS STEE TAPCONS WILL BE USED FORCONCRETEWASONRY. INSTALLATION,
p CARBON STC$ (CS) OR 410 STAINLESS STFA (SE) ULTRACONS WILL BE USED FOR CONCRETEJMASONRY INSTALLATION..
WOOD SCREWS (WS) IF SPLMFNG IS A CONCERN, DRILL 0.149" (DRLL SIZE25) PILOT HOLE FOR NO. 14.
4) FOR TAPPING SCREWS ITS) F SPLDTNG IS A CONCERN, DRILL0.165" (DRILL SIZE 19) PILOT HOLE FOR 1/4" DIA.
- 3=TRACK ANCHOR SCHEDULE -HEAD, SILL AND JAMB FRAMING COMPONENTS
MANUFACTURER,
'
EDGEDISTANCE:
ANCHOR�CAPACMES"
SUBSTRATE
TYPE
SIZE ..
...
ANDIORSPECIFICATION
EMBEDMENTON):.
.
(IN)
BASADON.,
1/4"
ITWATTTAPCONSI'1
1-3/4"
CONCRETE
1 1/2"
MIN. 2500 PSI CONCRETE
1/4" (CS) 8 No. 14 (SS)
ELCO ULTRACON Inl
1-3/4"
EXTERIOR
AND
1/4"
ITW ATTTAPCONShI
1"
STRENGTH
MOCK/C Y
FLAT
1 12" INTERIOR
CONFORMANCE TO ASTM
-
1/4" (CS) 8 No. 14 (SS)
ELCO ULTRACON (z)
1 1/4°
(BLOCK/CM
.HEAD
C-90,MEDIUMWEIGHT.
(DENSITY> 117 PCF)
NO. 14
ANSI B18.6.1 (WS)
-
1"EXTERIOR
WOOD WITH AMINIMUM
WOOD
1-1/2",
. AND" ,
,SPECIFIC .GRAVITY OF
1/4"
ASME B18.6.4 (TE)
1" INTERIOR
0.55.
NOTES:
1) ITW (ADVANCED THREADFORM TECHNOLOGY) 410 STAINLESS STEEL TAPCONS WLL BE USED FOR CONCRETEIMASONRY INSTALLATION;
2) ELCO CARBON STEEL (CS) OR 410 STAINLESS STEEL (SS) ULTRACONS WILL BE USED FOR CONCRETEMASONRY INSTALLATION -
3) FOR WOOD SCREWS (WS) F SPLRTNG IS A CONCERN, DRLL 0.149" (DRLL SIZE 25) PILOT HOLE FOR NO. 14.
4) FOR TAPPING SCREWS ITS) F SPLITTING LS A CONCERN, DRILL 0.165" (DRILL SIZE 19) PLOT HOLE FOR 1/4" DIA.
--- ANCHOR SCHEDULE -HOOK STRIP
I
�-
SUBSTRATE
.7lPE.
SIZE
MANUFACTURER
EMBEDMENT (IN)
EDGE DISTANCE
ANCHOR CAPACITIES
5PECIFICATION_
(IN)
BASED ON
CONCRETE
3/105
ITN AT'f_'TAP_C!ONS'I
k
f
MIN. 2500 PSI CONCRETE �
3/16"
ELCO ULTRACON In
1-314"
FLAT
iHEADL
` EXTERIOR
ANEW
MASONRY
3/16"
ITW ATTTAPCONSL'1
1" C
STRENGTH
, STRENGTH
CONFORMANCETOASTM
(BLOCK/CMl)
3/16"
ELCO ULTRACON Ir
11/4"
V'INTERjICR,
C-90, MEDIUM WEIGHT
WOOD WITH AMINIMUM
NO. 10
ANSI B18.6.1 (WS)
WOOD'..
1-1/4"
SPEC IRC GRAVITY OF
1
NO. 10
ASME B18.6.4 (TS)
0.55.
INSTALLATION NOTES:
1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION FOR ALL
2-TRACK 'UNITS. THREE (3) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR
LOCATION FOR ALL 3-TRACK UNITS. TWO (2) INSTALLATION ANCHORS ARE REQUIRED
AT ALL HOOK STRIP JAMBS FOR 2-TRACK AND 3-TRACK UNITS.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS, TO BE USED FOR PRODUCT INSTALLATION.
3.SHIM AS.REQUIRED AT. EACH..INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).
MAXIMUM''ALLOWABLE*SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH
OR .GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC
OR -BETTER: --
4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH IX BUCK TO
CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY SHALL BE AS
SHOWN IN . ANCHOR SCHEDULE" SHEET 2.
5. MINIMUM .EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT
NOT. LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING.
6. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO
MORTAR JOINTS.
i
7. INSTALLATION ANCHORS SHALL' BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE
"ANCHOR SCHEDULE", SHEET 2.
& ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH
CORROSION RESISTANT COATING.
NOTES:
1) ITW (ADVANCED THREADFORM TECF. NOLOGY) 410 STAINLESS STEEL TAPCONS WILL BE USED FOR CONCRETBMASONRY INSTALLATION.
2) B.CO CARBON STEEL (CS) OR410 STAINLESS STt$ (SS) LILTRACONS WILL BE USED FOR CONCRETFJMASONRY INSTALLATION.
3) FOR WOOD SCREWS (WS) F SPLITTING IS A CONCERN, DRILL 0.112" (DRILL SIZE 34) PILOT HOLE FOR NO. 10. ,
4) FOR TAPPING SCREWS ITS) F SPLTf1NG 6 A CONCERN, DRILL 0.121' (DRILL SIZE 31) PLOT HOLE FOR NO. 10.
MENEM
I
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Robert J. Amoruso, P
FL P.E. No 49752
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- ---- - -- --
MAX DOOR WIDTH 263 1/2"
SEE CLUSTER -.. SEE CLUSTER SEE CLUSTER
._ DETAILS AILS SHT. 3 DETAILS SHT. 3
MAX.
..
&SILL; . '. PANEL, ttP & SI
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6" MAX. TYP.
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APPROVED CONFIGURATIONS. PANELS ANDFRAME SIZES
I) SHEET 1 SHOWS TYPICAL OXXXXX CONFIGURATION. SEE'
SHEETS 4 AND 5 FOR ADDITIONAL APPROVED PANEL AND
PQCKET DOOR CONFIGURATIONS.
2) TYPICAL PANEL/FRAME CONFIGURATION ELEVATION
SHOWN ON SHEET 1 AND ASSOCIATED ANCHORAGE
REQUIREMENTS ON SHEET 3.
3) THE MAXIMUM FRAME AND PANEL SIZE (WIDTH AND
HEIGHT) AND THE MAXIMUM NUMBER OF PANELS
SHALL NOT EXCEED THAT OF THE TESTED UNITS.
TYP. HEAD & IL ��tlr�nn ,, nr.. _- -g HEAD & SILL TYP. HEAD & SILL
DENOTES
ENITLEDRANCHOR"LAYOUT (-TRACK) wNSALWITH
SGD 6D3T (OXXXXO) ALL APPROVED GLAZING TYPES 2-TRACK FRAME AND (3)
ANCHORS WHEN INSTALLED
.. - WITH 3-TRACK FRAME
1 1/2• LUSTER
MIN. 1 1/2^
3^111unILK I MIN.
WEEP SLOT NOTES: ,.... ...
_.:.. ,.. .., .;
3"
.... L ALI, UNITS HAVE A.375" x
MIN.
- .125" WEEP SLOT CUT -
2.66" MIN.
- -
-
I
- THROUGH THE SCREEN
.
SEPARATION
- TRACK LOCATED.75"FROM
EACH JAMB AND 3.5" FROM
N
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-
. DENOTES (2) ANCHORS
WHEN INSTALLED WITH
2-TRACK FRAME AND (3)
ANCHORS WHEN INSTALLED.
' W/ITHJ 3-TRACK FRAME
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`-(2) ANCHORS
PER POCKET
HOOK STRIP
INSTALLATION
ANCHORS
SEE SHEET 2
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2" MIN.
SEPARATION TYP.
--- - -- - --
ALL INTERLOCKS
-
-
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=TRACK CLUSTER DETAIL
3-TRACK CLUSTER DETAIL
. 2. ALL UNITS HAVE A.375" x -
-
-�. l- �;
.125" WEEP SLOT CUT ..
'
IN�T�ERLO.CKIASTRAG_ALa
INTERLOCK/ASTRAGAL
- --- -
' -
-- THROUGH THE. EXTERIOR
�'� CONCRF'f6AND - -
-
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WOOD FRA NE/2X RUCK INSTALLATION
WOOD FRAME/2X BUCK INSTALLATION
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Robert J. Amoruso, P.E.
FL P.E. No. 49752
MAX OVERALL WIDTH`.. _ MAX OVERALL WIDTH MAX OVERALL WIDTH
PER TYPICAL ELEVATION' _._.. PER TYPICAL ELEVATION _ - PER TYPICAL ELEVATION' ..
MAX PANEL 'MAX PANEL _ MAX PANEL MAX PANEL - MAX PAN E.L MAX PANEL;-,; MAX PANEL .
WIDTH PER .WIDTH PER - .. _ WIDTH PER WIDTH PER _ _ WIDTHPERWIDTH PER WIDTH PER
TYPICAL
TYPICAL TYPICAL .. TYPICAL TYPICAL- TYPICAL TYPICAL
LEVATION ELEVATION tELEVATION- - - ELEVATION t ELEVATION ELEVATION ELEVATION t:E
x, x: x
XO SHOWN '
OX CONFIGURATION
ALSO APPROVED
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAX PANEL MAX PANEL MAX PANEL
WIDTH PER yyy WIDTH PER 1 WIDTH PER
TYPICAL I TYPICAL I TYPICAL
ELEVATION I ELEVATION I ELEVATION
f
OXO CONFIGURATION
OXX and XXO ALSO APPROVED
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAXPANEL MAXPANEL MAXPANEL MAXPANEL
WIDTH PER WIDTFI PER WIDTH PER W1Dhi PER
IYPIC4L TYPICAL TYPIC4L TYPICAL
ELEVATION ELEVATION EIP/ATION ELEVATION
XX CONFIGURATION XXX CONFIGURATION OXXO CONFIGURATION
MAX OVERALL WIDTH MAX OVERALL WIDTH
PER. TYPICAL ELEVATION PER TYPICAL ELEVATION
MAXPANEL MAXPANEL MAXPANEL MAXPANEL MAXPANEL MAXPANEL MAXPANEL MAXPANEL MAXPANEL MAXPA a MAXPAIa NAXPANEL
WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTHPER WIDTH PE2 WIDTHPER WIDTH PER WIDTH PH2 WIDTH PER WUN PER
TYPICAL TYPICAL I iWICAL lYP1CAL TYPICAL TYPICAL TYPIOIL TYPICAL I TYPICAL TYPICo1 NPICAL TYPICAL
ElE/ATfON ELEVATION I ELEVATIONELEVATlON ELEVATION ELEVATION ELEVATION EP/ATfON I EEVATION flE/ATION ELEVATION ELEVATION
XXXXXX CONFIGURATION
NOTE: SLIDING GLASS DOOR
CONFIGURATIONS MAY BE INSTALLED
WITH STANDARD OR REVERSE HANDING.
1 ALLOWABLE CONFIGURATIONS
4. N.T.S. EXTERIOR ELEV
OXXXXO CONFIGURATION
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Robert J. Amoruso, P.E.
FL P.E. No. 49752
041-
283 1/2" MAX DOOR WIDTH
... .. ... ,.
49 7/16" MAX ACTIVE 49 3/4'.' MAX. ACTIVE - 49" MAX ACTIVE 4917/16" MAX ACTIVE 49" MAX ACTIVE
PANEL WIDTH :,PANELWIDTH--- PANEL WIDTH " (PANEL WIDTH' PANEL WIDTH
(W/INTERLOCKS) '.(W/ASTRAGAL) (WI LOCKSTILE) (W/INTERLOCKS) (W/LOCKSTILE)
,
:' 42. 7/8" MAX 42 7/8" MAX 42 7/8" MAX ;. 42 7/,8"-MAX - -, 42 7/8" MAX
DLO. WIDTH " DLO WIDTH DLO WIDTH ,DLO;WIDTH DLO WIDTH
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�50 PSF
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAX PANELMAX PANEL
WIDTH PER WIDTH PER
TYPICAL TYPICAL
ELEVATION' ELEVATION
( 5
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EXTERIOR.ELEV •
SRY
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAX PANEL MAX PANEL
MAX PANEL MAX PANEL MAX PANEL
WIDTH PER
TYPICAL
WIDTH PER
TYPICAL
t
WIDTH.PER
TYPICAL t
WIDTH PER
TYPICAL
WIDTH PER
TYPICAL
ELEVATION
ELEVATION
-ELEVATION
ELEVATION I
ELEVATION
E
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POCKET X X POCKET POCKET X )c POCKET :: X X X
PXXP CONFIGURATIONPXXX SHOWN
XXP CONFIGURATION XXXP CONFIGURATION,
—ALSOAPPROVED ALSO APPROVED
ALLOWABLE -CON FIGURATIO NSF '
z WITH OPTIONAL -POCKET
5 N.T.S.EX7ERIOR ELEV -
MAX OVERALL WIDTH
PER TYPICAL ELEVATION
MAXPAND_ MAXPAIL MAXPANEL MAX PANEL
WIDTH PER WIDTH FER W1DIH PH2 WIDTH P62
TYPICAL IYPICP,L T1'PICN. TYPICAL
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JELDWEN
Windows/Doors/Millwork
Robert J. Amoruso, P.E.
FL P.E. No. 49752
('B TYPICAL 2-TRACK,T.OP:RAIL c TYPICAL 3-TRACK TOP RAIL
/6 N.T.S. VERT SECTION _ 6, N.T.S. VERT SECTION
a
EDGE AN;HUK bLA _ ANCHORSPER A
DISTANCE NC� S// / _ .. --
EXISTING -' p, 2 7/8" MIN. EXISTING ../ EXISTING EDGE 2" MIN.
FINISH BY m, HOST c/ m/HOS TTNG /
EXTERIOR w SEPARATION F+PI•• EXTERIOR DISTANCE - SEPARATION'; SEPARATION w '
FINISH BY
OTHERS w• ,STf2UCTURE ..OTHERS w/STRUCTURE
: •� � .� �/ I/q'SMAX S"� 1/4^ MAX
• -SHIM
SHIM
PERIMETER SEA OTHERS - 23 13 23 33 PERIMETER SEALANT BY toN i � O
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OTHERS j� - - OTHERSii. p
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UP-S':ANDS AND SCREEN .' '.' - '" _ UP -STANDS AND SCREEN -
TRACK Up STANDS • ' 36 s - - TRACK UP -STANDS
REMOVED 3/4" BACK FROM - la ]eREMOVED B/4"BACK FROM 10 1e w 3g
EACH END OF FRAME JAMBS ' �' 6 �' 36 EACH END OF FRAME �' 6-
TO ALLOW WEEPING III�IIII
SET FRAME SILL IN BED
I
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JAMBS TO ALLOW WEEPING
SET FRAME SILL IN BED
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" MIN,
1
DISTANCE
SEPARATION
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DISTANCE
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SEP2ARATION
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-
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'' SESECTIONSS FOR
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'ANCHORS PER
LOCATION AND
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ANCHORS PER
LOCATION AND
FASTENERS,
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ANCHOR
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TY ICAL TOP AND
ANCHOR SCHEDULE
- ANCHOR
SCHEDULE
TYPICALTOPAND
ANCHOR SCHEDULE
J
BOTTOM
BOTTOM,
A'
TYPICAL 2-TRACK
BOTTOM RAIL`
• 'TYPICAL 3-TRACK BOTTOM RAIL
-- -
' '6
N.T:S: -
VERT SECTION
.
NOTE: REFERENCE ANCHOR SCHEDULE AND
-
6 'N.T.S'
VERT SECTION -
ANCHOR NOTES FOR MINIMUM REQUIRED
ANCHOR EMBEDMENTS AND EDGE DISTANCES,
A
JELWEN
Win do ws/Doors/Mill work
'l
Robert J. Amoruso, P.E.
FL P.E. No. 49752
1/4" MAX
�-F SHIM
ENE,
EXISTING
HOST
-STRUCTURE
ANCHORS PER ~ so
ANCHOR SCHEDULE
EMBED. 24
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1/4" MAX
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ANCHOR SCHEDULE
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L
FINISH BY OTHERS ACTIVE PANEL JAMB
G INTERLOCK
F FIXED PANEL JAMB
k, �7J N.T.S. HORIZ SECTION
N.T.S. HORIZ SECTION
7 N.T.S. HORIZ SECTION
•
NOTE: REFERENCE ANCHOR SCHEDULE AND
ANCHOR NOTES FOR MINIMUM REQUIRED
EXISTI/NG//
ANCHOR EMBEDMENTS AND EDGE
ANY ANCHOR PER ANCHOR
HOST
DISTANCES, UNLESS OTHERWTrr NOTED.
SCHEDULE. PAIRS OF
STRUCTURE
' ANCHORS SPACED 6' FROM
EMBED
11
HEAD AND SILL, WITH THE
BALANCE AT 15" O.C. MAX.
"11 R
11 (59) inrzr
ANCHOR SEPARATION AND
EDGE DISTANCE AS SHOWN.-,-�
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Robert J. Amoruso, P.E.
FL P.E. Iio. 49752
P/4" MAX
SHIM
/ 50 11 10
1i
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23
20
29
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NOTE: REFERENCE ANCHOR SCHEDULE AND
ANCHOR NOTES FOR MINIMUM REQUIRED
f ANCHOR EMBEDMENTS AND EDGE DISTANCES.
1
ACTIVE PANEL JAMB WITH
e OPTIONAL 3-TRACK FRAME INTERLOCK : INTERLOCK
8 N.T.S. _ HORIZ SECTION 8 N.T.S. HORIZ SECTION 8 N.T.S. HORIZ SECTION
I/4" MAX L
SHIM r
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F OPTIONAL 3-TRACK FRAME
8 N.T.S. HORIZ SECTION
JELIYWFN
Win do ws/Doors/Millwork
Robert J. Amoroso; P.E.
FL P.E. No. 49752
4R 3AFRE5�t°olrsi
STATE
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JELDIWEN
Win do wslDoorslMi ll wo rk
bert J. Amoruso, P.E.
FL P.E. No.49752
.t
T1.196"
2.000
220-4
�I 5.915 ., 1.376" .. .0.078" -_ _ _.-. .___ .__p 065 0.078„- .. , �2ro-n 11.438"
0.250"7 0.078 '• i
A62 4
,1-.152" 1 438 `3.121"-4 3.100„
POCKET
2-TRACK. FRAMEHEAD 2�7RACK FRAME. SILL TOR'RAIL' BOTTOM RAIL HOOK STRIP
2 3 ,=.1, - ...... 4 3„ = 1,_D„ ' S 3„ = S,_D„ 45
MATERIALS LIST
- 0.702"{--{ 6e7^
0,075„
ITEM
1
2
PART #
682DHD
682DTRK
DESCRIPTION : _,.
2-Track Frame Head "
2-Track Frame Track'-
MATERIAL
6063-T6
6063-T6
REMARKS -
4
68TPR -
Panel Top R811' _
. _6063-T6
_
'�-
68BRM
i. Panel Bottom Rail
6063-T6
(
68BRI
Bottom Rail Insert
6063-T6
/
68FPBKT
Fixed Panel Bracket -
6063-T6
`
8
68SGLBD
Single Glaze Beading Hj�.
6063-T6
9
0
1
2
3-
014
515
16
17
1g
68LBULB
68SBULB
68VNFLP
68EIL
681IL
Large Glazing Vinyl Bulb Durometer = 75
Small Glazing Vinyl Bulb Durometer,=,75
995 Glazing Compound
-3116' Temp,Glase M nol tilt . T
Ox,187.F1n 811W/Strlpping-- - - -. -
ScreenAssemUly -
Vinyl Bottom Rail Flap Seal
Panel Exterior Interlock
Panel Interior Interlock
Panel Railer Assembly
VINYL
VINYL
SILICONE
-
-• NYLON -'
6063•T6
VINYL
6063-T6
6063-T6
SS
TEAM PLASTICS, INC.
TEAM PLASTICS, INC.
BY DOW CORNING '
-
_
19
21
C- 22
681GB _
7/16-SGP Impact Glass -
Insulated Glaze Beading -,Horizontal -
V Insert Glass
LAMINATED BY CARDINAL
6063-T6 'I
LAMINATED BY CARDINAL
233
24
1
6820JMB
Panel Top Guides
I.2-Track Frame Jamb
NYLON
6063-T6
_
'
25
68LKS
Panel Stile/Lockst8e -
6063=T6
26
68SGLBD
"Single Glaze Beading - Vertical
6063-T6
28
Mortise Lockset'Deadiatch
SS
BY TRUTH HARDWARE, INC.
29
30
31
32
j 33
34
36
�
,
68ASTR
66SCA
j
Jamb Lock Keeper -
Panel Astragal
Screen Jamb
C.R.S. Steel Reinforcement
Frame Fastener (#8xl PPH S/S)
Top Rail Fastener (NlDxt PPH SIB)
Bottom Rail Fastener (9100 PPH 3/3)
Roller Fastener (#1/4-20x.750 MIS S/S)
Fxd Pnl Sid Fstnr (#1 Dx 1' PPH Tk S/S)
SS
6063-T6
6063-T6
STEEL
SS
SS
SS
SS
SS
BY TRUTH HARDWARE, INC.
-
_
- - '
--
Fxd Pnl Ski Fsmr #10xl' PPH Tk S/S
SS
39
40 -j
68BULB
Interlock Vinyl Bulb Seal
VINYL
- -
j 41
68DUSTPD
Dust Pad 2-1/2' x 2" x 3/4Y- -�
NVLON
42
�_6B3DHD
�3-Track Frame Head
6063-T6
j 43
683MJB
3-Track Frame Jamb
6063-T6
J
F_ 44
}I
683DTRK
_
3-Track Frame Sill
6063-T6
45
68HKSTP
Pocket Door.Hookstrip . . .
6063-T6
_
46
68GASTL
Corner Gasket Top Lek,
FOAM
L 47�68GASTR
I
U-1 Gasket Top Right ." -
FOAM
_ 481
49 1
68GASBL I
68GASBR 1
Corner Gasket Bottom Left
Corner Gasket Bodom Right
FOAM
FOAM
50
.270 x ;187 Fln Sea W/Strlpping
..NYLON
51
0.437xl.375xO.500 Fin Be.,Pad
NYLON 1-
52
68GASTL 3 i
Corner Gasket Top Left 3-T k . -
'FOAM
-
!_ 53
_ 54
55'FOAM
68GASTR- 1..Corner
68GASBL3,Oorner
GaskeC I op Right 3-Trk
Gasket Bottom.Le83.Trk _
Cornet Gas et Bottom Rlghl3�tk t-
FOAM
FO M
__ _
56
_
Pocket I'Lock Cover UH
Pocket I'I _ Cover' Pocket R/H�NYLON
.. 0.218"7 ..
1.28
ti
'BOTTOM RAIL INSERT
6 33" = 3,_0"
0.648" H 1.0011,
0,062"
1,276
- SINGLE GLAZE -'BEAD
8 26 3„ = P-0"
125"
0.998" i� 0.078'
N .907"
.-2.691"
17
INTERIOR INTERLOCK
._ I 5.637"
0.062'1
1.242"� 0.442"7
,1 2-TRACK FRAME JAMB
24 3„ = 1'-W
3.617-4 _IIyIII'_2,II�0.89"
N... N
1.750"
ASTRAGAL
* p yi 88.634". a
II X II r0.0901 fr O.4424
1242 3-TRACK FRAME JAMB
'..43 3„ = 1'-0„,
090"
I 0'.090"
1.500" 0.746"
1.273"
FIXED PANEL BRACKET
2, 551"--}
0.078' il
0.907" 2.692"�
EXTERIOR INTERLOCK
16 3" = 1'_D"
1.001"
0.062"
1.276" !
INSULATED GLAZE BEAD
20 3" = 1'-0"
�62„
1.578' �11.875"
@ LOCKSTILE/FIXED STILE
.aza"
0.062"
0.862'. 1.843"
SCREEN JAMB/ADAPTER
31 3" = V-0"
8.702"�T' 376"
0.250"T 0.090"
3-TRACK FRAME HEAD
42 3" = V-0"
III 2 000"
to
0.090" I
0.250"7�8.844"� 111
44 3-TRACK FRAME SILL
3" = 1'-0..
I
`.
Robert J. Annoruso, P.E.
FL P.E. No.49752
OI